Construction of remaining work of Shiv Dham (Phase-I) at Kangnidhar, Mandi Distt. Mandi H.P Sub Head Structural Construction of replica of 12 Jyotirlings site development and approach road.

Amount

Excavation in soil hill area in all heights and depths and in all kind of soil by all means including saturated soil comprising of ordinary soil. Soft rocks, hard rock, chiseling /weldging out of rock (where blasting is prohibited) and their intermediate classification of soil, setting out true to the required line, grades, width cutting and trimming of side slopes to level as shown on the drawings and as directed by the Engineer-In-Charge at site according to the M.O.R.D. technical specification clauses 302, 1603.1 & 1603.2 and sorting out useful materials and stacking the same in all leads and camber, embankments for grade improvements and disposal of all surplus materials at approved dumping sites through all modes of transporation including head load or animals transport or mechnical means alongwith its leveling fine dressing and hauling/carriage of machineries, materials tools equipments and safety measures. Recovery for usefull stone of 2918.00 Cum (Two thousand nine hundered eighteen cubic meter) @600/- cum (Six hundered per cubic meter) only shall be effective from the contractor bill on pro-rata basis for the quality of cutting in earth work executed. any loss to the public/private property during the course of execution shall be be the responsiblty of the contractor.

Earth work in excavation for all type of structure such as retaining wall, breast walls, culverts, drain etc in all type of classification of soil comprising of ordinary soils, ordinary rock, chiesling/wedging out of rocks (where blasting is prohibited) as per drawings and M.O.R.D. technical specification clauses 305.1 as per the direction of Engineer-In-Charge including setting out shoring and bracing, removal of stumps and other deletrious materials and disposal of unserviceable materials upto any leads and lifts including drassing of sides and bottom and back filling in tranches with executed suitable approved materials dressing to the original surfaces in layers not exceeding 150mm (One hundered fifty milli meter) compacted thickness including shoring, strutting and bailing out water (surface of sub soil water) upto any depth and any quantum of water including cleaning of slush which may arrien during dewatering as per the direction of Engineer-In-Charge including carriage of materials within all lead, lifts and heights.

Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete as per the diretion of Engineer in Charge including carriage of materials within all leads, lifts and heights.

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.up-to all lead and lifts as per the diretion of Engineer in Charge including carriage of materials within all leads, lifts and heights.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:3:6 (1 Cement : 3 coarse sand): 6 graded stone aggregate 40 mm nominal size) as per the diretion of Engineer in Charge including carriage of materials within all leads, lifts and heights.

Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: 1:3:6 (1 cement : 3 coarse sand) : 6 graded stone aggregate 20 mm nominal size) as per the diretion of Engineer in Charge including carriage of materials within all leads, lifts and heights.

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand): 3 graded stone aggregate 20 mm nominal size) as per the diretion of Engineer in Charge including carriage of materials within all leads, lifts and heights.

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand) : 4 graded stone aggregate 20 mm nominal size) as per the diretion of Engineer in Charge including carriage of materials within all leads, lifts and heights.

Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm nominal size) as per the diretion of Engineer in Charge including carriage of materials within all leads, lifts and heights.

Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm nominal size) as per the diretion of Engineer in Charge including carriage of materials within all leads, lifts and heights.

Reinforced cement concrete work in arches, archribs, domes, vaults, shells, folded plate and roofs having slope more than 15° up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm nominal size) as per the diretion of Engineer in Charge including carriage of materials within all leads, lifts and heights.

Centering and shuttering including strutting, propping etc. and removal of form for :Foundations, footings, bases of columns, etc. for mass concrete as per the diretion of Engineer in Charge including carriage of materials within all leads, lifts and heights.

Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform as per the diretion of Engineer in Charge including carriage of materials within all leads, lifts and heights.

Centering and shuttering including strutting, propping etc. and removal of form for : Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc as per the diretion of Engineer in Charge including carriage of materials within all leads, lifts and heights.

Centering and shuttering including strutting, propping etc. and removal of form for : Lintels, beams, plinth beams, girders, bressumers and cantilevers as per the diretion of Engineer in Charge including carriage of materials within all leads, lifts and heights.

Centering and shuttering including strutting, propping etc. and removal of form for : Columns, Pillars, Posts and Struts, rectangluar or polyganol in plan as per the diretion of Engineer in Charge including carriage of materials within all leads, lifts and heights.

Centering and shuttering including strutting, propping etc. and removal of form for : Columns, Pillars, Posts and Struts, circular or curved in plan as per the diretion of Engineer in Charge including carriage of materials within all leads, lifts and heights.

Centering and shuttering including strutting, propping etc. and removal of form for : Edge of slab and breaks, curve surafce in floor and walls under 20 cm wide as per the diretion of Engineer in Charge including carriage of materials within all leads, lifts and heights.

Providing form work of ordinary timber plankings so as give a rough finish including centring, shuttering and proping etc height og propping and centering below supporting floor to ceiling not exceeding 4 meters and removal of the same for insitu reinforeced concrete and plain concrete work in Where inclination and horizontal exceeds 30 degree (where shuttering may be provided both on under site upper site if required only the area of under site shall be measured or payment) as per the diretion of Engineer in Charge including carriage of materials within all leads, lifts and heights.

Extra for additional height in centering shuttering whereever required with adequate bracing, propping etc including cost of de-shuttering and de-centering at all level over a height of 3.5 meter for every additional height of 1 meter or part thereof (Plan area to be measured) in suspended floors, roofs, landing, beams and balconies as per the diretion of Engineer in Charge including carriage of materials within all leads, lifts and heights.

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level Hot rolled deformed bars as per the diretion of Engineer in Charge including carriage of materials within all lead, lifts and heights . Fe 500/Fe 500D Tata/Sail/Jindal Panther /JSPL / Shyam steel or as approved by HPPWD as per the diretion of Engineer in Charge including carriage of materials within all leads, lifts and heights.

Stone filling behind retaining wall as per the diretion of Engineer in Charge including carriage of materials within all leads, lifts and heights.

Stone soling properely hand packed filling interstics with spalls and consolidating with power road roller to the requested gradient and camber including spreading watering and rolling of binding materials moorum or earth etc. complete as per HPPWD specification. 100mm spread thickness (finished work including materials and labour) as per the diretion of Engineer in Charge including carriage of materials within all leads, lifts and heights.

Dinesh Kumar Sharma Const. (P) Ltd (BID ID -497240)